what is DOC? hehe
the agreement date written there is 17 Aug 2011. how about other buyers??

anyone knows about the maintenace fee p.s.f?

u also bought an unit here?

who know the progress??

i got 1 unit at D block but forgot to ask about the maintenance fee

progress at 3 Dec


Attached thumbnail(s)

is RM0.18 per sqf... u buy for own stay?

they are nt using spun piles. these square piles not so strong

haiz......i dunno when can get my ipad 3...^^

I think we all got wrong info on the site progress... refer to the Wikimapia (Link attached in the first post #1), block A is just beside the show room.. and current progress piling job believe was in block B and block C if not mistaken... do you agree?

Wah..... If u r correct. That mean progress very slow lo......

wei.. i thought the showroom land is KTM land they just rent to build the showroom. not the actual block a la.
??????

I hope dat I was wrong.. referring to S/P, d coverage site by developer is true... hope dat wikimapia nt correct

Where got block A is at showroom...block A,B,C and D are infront of the cement plant la..

1 smile face for this..

this are r.c piles. capacity not only depends on what type of piles, but also depends very much on size & numbers.
anyway I notice block D and some part of block C using Bored Piles. hope the engineers doing good job there

This post has been edited by mousepad87: Dec 27 2011, 01:53 PM

for investment, is this mentioned in SNP?
The pilling process normally will take longer time, i think at least half a yr.
The base must b strong and they hv to plant enough pilllars, so not to be surprised the process is slow

For limestone, they insert a few piles before capping it, so even though spun piles are stronger, the rc piles foundation is sturdier, something like u stand on 1 spun pile leg vs standing on 4 rc pile legs .. if i'm not wrong.

But we can capping spun piles also rite? (out of topic, just my curiosity )

1st wanna clarify i not engineer, so its open to correction.
Limestone areas got cavities/floating stones/stone valleys etc to if just taruh 1 spun pile, it might not sit correctly in the abnormalities mentioned. Thats why have to taruh a few piles to 'diversify' like diversify in financing. The strength of spun piles is higher, but when more rc piles is combined, it migh be stronger collectively like the saying breaking 1 chopstick vs a few chopsticks. Also the absolute max strength of spun pile is higher eg can take xxx tons load but mayb no need to use so high loading as only www tons is loaded on the foundation, it will be overdesigned.